Coupled Flexural-Torsional Nonlinear Vibrations of Piezoelectrically Actuated Microcantilevers With Application to Friction Force Microscopy

Size: px
Start display at page:

Download "Coupled Flexural-Torsional Nonlinear Vibrations of Piezoelectrically Actuated Microcantilevers With Application to Friction Force Microscopy"

Transcription

1 Couped Fexura-Torsiona Noninear Vibrations of Piezoeectricay Actuated Microcantievers With Appication to Friction Force Microscopy S. Nima Mahmoodi Post Doctorate Nader Jaii 1 Associate Professor e-mai: jaii@cemson.edu Smart Structure and Nanoeectromechanica Systems Laboratory, Department of Mechanica Engineering, Cemson University, Cemson, SC The probem of vibrations of microcantievers has recenty received considerabe attention due to its appication in severa nanotechnoogica instruments, such as atomic force microscopy, nanomechanica cantiever sensors, and friction force microscopy. Aong this ine, this paper undertakes the probem of couped fexura-torsiona noninear vibrations of a piezoeectricay actuated microcantiever beam as a typica configuration utiized in these appications. The actuation and sensing are both faciitated through bonding a piezoeectric ayer (here, ZnO) on the microcantiever surface. The beam is considered to have simutaneous fexura, torsiona, and ongitudina vibrations. The piezoeectric properties combined with noninear geometry of the beam introduce both inear and noninear coupings between fexura vibration as we as ongitudina and torsiona vibrations. Of particuar interest is the inextensibiity configuration, for which the governing equations reduce to couped fexura-torsiona noninear equations with piezoeectric noninearity appearing in quadratic form whie inertia and stiffness noninearities as cubic. An experimenta setup consisting of a commercia piezoeectric microcantiever instaed on the stand of an utramodern aser-based microsystem anayzer is designed and utiized to verify the theoretica deveopments. Both inear and noninear simuation resuts are compared to the experimenta resuts and it is observed that noninear modeing response matches the experimenta findings very cosey. More specificay, the softening phenomenon in fundamenta fexura frequency, which is due to noninearity of the system, is anayticay and experimentay verified. It is aso discosed that the initia twisting in the microcantiever can infuence the vaue of the fexura vibration resonance. The experimenta resuts from a macroscae beam are utiized to demonstrate such twistfexure couping. This unique couping effect may ead to the possibiity of indirect measurement of sma torsiona vibration without the need for any anguar dispacement sensor. This observation coud significanty extend the appication of friction force microscopy to measure the friction of a surface indirecty. DOI: / Keywords: noninear vibration of microcantiever beams, couped fexura-torsiona vibrations, piezoeectricay-actuated microcantievers, friction force microscopy 1 Corresponding author. Contributed by the Technica Committee on Vibration and Sound of ASME for pubication in the JOURNAL OF VIBRATION AND ACOUSTICS. Manuscript received November 1, 006; fina manuscript received January 8, 008; pubished onine October 14, 008. Assoc. Editor: Christopher D. Rahn. 1 Introduction and Probem Statement The probem of vibrations of microcantievers has received a considerabe attention since it appears in severa scientific and industria appications such as atomic force microscopy AFM, nanomechanica cantiever sensors NMCS, and friction force microscopy FFM. Utiizing microcantievers provides the abiity to rapidy detect sma quantities of materias in different environment such as gas or iquid. The microcantiever beam vibration spectrum has been used to detect a target mass partice attached eccentricay to the beam, which produces both fexura and torsiona vibrations 1. In both FFM and AFM, a microcantiever beam with a sharp tip is utiized, as shown in Fig. 1a, for acquiring topographic information from the surface through mechanica interaction between microcantiever tip and sampe,3. Whie mosty fexura vibrations occur in AFM, FFM may experience torsiona vibration in addition to bending. This is due to the fact that the scanning direction in FFM is perpendicuar to beam ength and the tip of the beam. The resuting friction force twists the tip of the beam producing torsion in the beam, as shown in Fig. 1b. The couped fexura-torsion vibrations in beam may mosty occur due to the foowing three conditions: i shear center of the beam being offset from the neutra axis, ii gyroscopic effect, and iii geometry of the beam. The presence of an offset between center of gravity and shear center can ead to a couping between fexura and torsiona vibrations in mechanica structures 4. Research resuts show that for such beam systems, there is a significant effect in natura frequencies, mode shapes, and response due to the fexure-torsion couping 5. This effect appears in inear form, i.e., the couping of fexura-torsiona vibrations eads to inear couped equations of motion. A gyroscopic effect caused by rotation of beam base can aso produce a couped fexuratorsiona vibration in the system 6. In this case, the couping is due to the anguar veocity at the base of the beam. This paper focuses on the fexura-torsion couping due to the geometry and the noninearity appearing in the system. In addition, the presence Journa of Vibration and Acoustics Copyright 008 by ASME DECEMBER 008, Vo. 130 / Downoaded From: on 05/05/015 Terms of Use:

2 Scan direction FFM tip Friction Sampe surface a b Scan direction Twist ange Friction Fig. 1 a Schematic operation of FFM and b twist of the FFM tip of a piezoeectric ayer on the beam for the purpose of actuation and sensing introduces new noninear terms in the equations of motion of the microcantiever beam. Considering the higher order terms of vibration in motion of microcantievers wi resut aso in couping between torsiona and fexura motions. These higher order terms are due to the geometry of the system, which can be attributed due to either argeampitude vibration of the microcantiever or considering the inextensibiity of the beam. By considering the inextensibiity condition, the effect of ongitudina vibration can be imposed into fexura vibration, which brings added noninearity into equations of motion 7. The reason that such geometrica noninearity is considered here is because of the sma scae nature of microcantievers, i.e., they may vibrate with arge ampitude in response to a sma appied force 8. The governing differentia equations of motion of nonpanar, noninear dynamics of an inextensibe beam containing noninearities up to order three have been derived and studied 9. The directy excited osciations of the beam ignoring the torsion effect have aso been anayzed using a perturbation technique 10. In addition, simiar work has been done for noninear vibration of extensibe beam 11. The mathematica mode of the noninear fexura-fexura-torsiona motions of an extensiona Euer Bernoui beam has been presented 1. Negecting the torsiona inertia, the two fexura modes of noninear nonpanar vibrations of inextensibe beams, which are parametricay excited, have been investigated 13. Using Timoshenko beam theory, the fexura vibrations of a microbeam have been investigated 14. The probem of noninear fexura vibration of inextensibe beam and its soution methods have aso been studied in different works Recenty, some nove investigations have been done on couped torsiona-fexura vibration of beams. Using the dynamic transfer matrix method, the natura frequencies and mode shapes of the fexura-torsiona couped vibrations of axiay oaded thinwaed beams with monosymmetrica cross sections have been deveoped 0. The couped fexura-torsiona free and forced vibrations of a beam with tip and/or in-span attachments have been investigated 1. In most of these works, the effect of torsion has been ignored. The piezoeectric patch has been widey utiized as a sensor/ actuator in both macro- and microcantiever beams. The dynamics of cantiever beam actuated with a piezoeectric ayer considering the eectromechanica stress-strain reations have been investigated,3. Experimenta investigation has been done on noninear fexura behavior of aminated piezoeectric actuators as a function of the ampitude and frequency of arge eectric fieds 4. However, the expicit noninear terms due to the presence of piezoeectric in equations of motion need further deveopment and research. Different from these common practices, the noninear couped fexura-torsiona vibrations of microcantiever beam actuated by a piezoeectric patch attached on surface of the beam are investigated in this paper. Numerica simuations and experimenta testing are performed to study the interaction between fexura and torsiona noninear modes and natura frequencies. Using the obtained formuations, a nove method for an indirect measurement of friction force in FFM is introduced and extensivey anayzed. Dynamic System Modeing A uniform and initiay straight metaic microcantiever with a ayer of piezoeectric materia on top of its surface, as depicted in Fig., is considered. The beam foows the Euer Bernoui beam theory, where shear deformation is negigibe. The beam has ength with mass per unit ength, which is cantievered on one end and free at the other end. The x,y,z axes in Fig. are considered to be inertia, whie the,, axes are assumed to be principa coordinates of the beam cross section at the arbitrary position s. Figure 3 depicts the coordinate systems for the microcantiever in which us,t and vs,t are components of dispacement vector s aong the axes x and y, respectivey, and t is the time. The reationship between principa axes and the inertia axes is described by two Euer ange rotations. As depicted in Figs. and 3, s,t and s,t are rotation anges to take x and z to and, respectivey. Three variabes u, v, and are introduced to measure ongitudina, fexura, and torsiona vibrations, respectivey. The fexura ange between x and axes is defined as. Using Fig. 3, for an eement of ength ds can be expressed as = tan u where prime indicates the derivative with respect to position s. By etting overdots denoting the partia derivative with respect to Fig. 3 Fig. Schematic of the microcantiever beam Coordinate systems of the microcantiever beam / Vo. 130, DECEMBER 008 Transactions of the ASME Downoaded From: on 05/05/015 Terms of Use:

3 Fig. 5 Geometry of the microcantiever beam Fig. 4 time t, and utiizing Tayor series expansion, the anguar veocity,, of the beam can be obtained as 9,13 = e + sine + cose = e + u u e +1 1 e where e i is a unit vector and i=x,y,z,,, indicates the direction of the unit vector. The overdot and prime denote a partia derivative with respect to time and position, respectivey. Simiary, the curvature vector of the beam can be written as = e + sine + cose = e + u u e +1 1 e 3 Considering the noninear vibration of the beam, for a point on the neutra axis, the position of the point may be expressed as r 0 =se x. Then, after the deformation, the position of the point moves to r = s + ue + e 4 The strain associated with the materia ocated at neutra axis is given by 0 = Straight and deformed positions of an arbitrary point p r s. r 1/ s r 0 s. r 1/ 0 = 1+u s It is considered here that the beam is inextensibe, which demands no reative eongation of the neutra axis. Therefore, utiizing Eq. 5, it yieds 5 1+u + =1 6 Using Eq. 6 and the Tayor series expansion, it can be concuded that u = 1 The beam is assumed to possess uniform cross-sectiona area. If it is considered that the cross section of the beam is at an arbitrary position s, as shown in Fig. 4, and p is a point on the cross section ocated at, reative to the neutra axis, then after deformation, point p with the dispacement components u, v, and w moves to p*. The coordinates of p* are and because of the assumption that the shape of the cross section remains uniform after deformation. The position vectors for both p and p* can be written as r p = se x + e y + e z 7 r p* = s + ue x + e y + e + e 8 Using the dispacement vectors and definition of strain tensor ij and engineering shear strains ij, one can write 11 =, 1 = 1 =, 9 13 = 13 =, = 3 = 33 =0 Considering the pain strain in the beam and the fact that the ratio of beam width to thickness is very high for such microscae size beam configuration, the moduus of easticity, such as pates, must be corrected in the form of 6 E* E = 1 10 where E* is the moduus of easticity and is Poisson s ratio. As shown in Fig. 5, the piezoeectric ayer is not bounded on the entire ength of the beam; therefore, the neutra surface varies for each section. For s 1 or s where piezoeectric is not attached, the neutra surface is the geometric center of the beam y n =0. The position of neutra surface, y n, for the section where piezoeectric ayer is attached can be obtained as y n = E ph p h p + h b 11 E p h p + E b h b where h indicates the beam thickness and the subscripts b and p denote the beam materia and piezoeectric ayer properties, respectivey, and w is the beam width. It is known that the eectrica and the mechanica phenomena are couped for piezoeectric materias. The stress-strain reations for the piezoeectric materias are expressed as 5 = S E + d T D 1 Q = d + D 13 where S E is the 66 compiance matrix, is the 61 stress vector, d is the 36 matrix of the piezoeectric constants, D is the 31 eectrica dispacement vector, Q is the 31 eectrica fied vector, and is the 33 matrix of the dieectric permitivities. For the microcantiever considered here, the eectrica dispacement is one dimensiona defined as D 1 = D 3 =0, D t 14 Hence, the couping reation between the stress and the eectrica fieds for piezoeectric ayer is expressed as 7 p 11 = E p p Pt 11 E p d h p where Pt is the appied votage to the piezoeectric materia. 3 Governing Equations of Motion An energy method is utiized here to derive the equations of motion. Using the assumptions and preiminary derivations obtained in the previous section, the tota kinetic energy of the system can be presented as Journa of Vibration and Acoustics DECEMBER 008, Vo. 130 / Downoaded From: on 05/05/015 Terms of Use:

4 where T = 1 msu + + J + J 0 + J u u ds 16 ms = w b b h b + H 1 H p h p J s = 1 1 msw b + h b + H 1 H h p J s = 1 1 msw b 17 and C s = H 0 H 1 E b I b + H 1 H E b I b + bt b y n + H 1 H E p I p b + H H E b I I b = w b h b 3 k b, C c s = H 1 H w p E pd 31 h p + h b y n k b = h b 5 w b n=1,3,... I b = w 3 bh b 1 tanh 1 nw b n 5 h b and J s = 1 1 msh b + H 1 H h p H 1 = Hs 1, H = Hs 18 Hs is the Heaviside function, is the inear mass density, and J i is the mass moment of inertia with respect to axis i=,,. The tota potentia energy of the beam and piezoeectric ayer can now be written as U = /A b 11 b 11 + b 1 b 1 + b 13 b 13 dads I p = w p h p 3 k p, I b = w bh b 3 1 k p = h p 5 w p n=1,3,... I p = w 3 ph p 1 tanh 1 nw p n 5 h p I p = w ph p y n h p + h b h p y n + 3h 1 3 p + 3 h bh p h bh p /A b 11 b 11 + b 1 b 1 + b 13 b 13 dads Utiizing the Lagrangian expression presented in Eq. 1, the equations of motion of the system with respect to three variabes u,, and v can be obtained as /A /A p 11 p 11 dads b 11 b 11 + b 1 b 1 + b 13 b 13 dads + 1 EAsu + uv v4ds 19 0 where EAs = H 0 H 1 E b w b h b + H 1 H E p w p h p 0 Using Eqs. 3 16, the Lagrangian of the system can be expressed as L = 1 msu + v + J + J v + J v v u 0 where v vv u v v C s C s v C sv v v v v u vvu + C c sv vu vu vv 1 vpt EAsu + uv v4ds C s = H 0 H 1 G b I b + H 1 H G b I b + bt b y n + H 1 H G p I p b + H H G b I C s = H 0 H 1 E b I b + H 1 H E b I b + H 1 H E p I p + H H E b I b 1 J J v C C v + C 1 C cvpt = J 4a =0 ats =0, =0 ats = 4b v 1 C cvpt + J v + EAu + 1 C v +C vv 1 C cvpt = mü 4c u =0 ats =0, u =0 ats = 4d J u v +vv C uv +vv + EAuv + 1 v3 + C c 1 u + vvpt C v + C v v vv vu vu 1 C c1 u v Pt + t J v + J v v uv u v v v = mv 4e v = v =0 ats =0, v = v =0 ats = 4f As seen from Eq. 4, there exist noninear terms in the equations from order two to three. However, the noninearities of the second order are due to the presence of piezoeectric ayer. Considering Eqs. 4a and 4e, it is observed that the torsiona and fexura vibrations are couped in two ways; one is a third order noninear couping due to beam geometry and the other one is a second order noninearity due to both geometry and eectromechanica / Vo. 130, DECEMBER 008 Transactions of the ASME Downoaded From: on 05/05/015 Terms of Use:

5 couping of piezoeectric ayer. The former noninear terms have been obtained in previous studies, whie the atter is a new observation, which is discosed for the first time here. Having the equations of motion, a number of case studies are considered, next, to study the couping of fexura and torsiona vibrations in the presence of piezoeectric actuator patch and effect of noninearity due to the beam geometry. 3.1 Fexura-Torsiona Vibration. If the ongitudina vibration is ignored, then the equations of motion reduce to the foowing form: J J v C C v + C 1 C cvpt = J 5a =0 ats =0, =0 ats = 5b J vv C vv + 1 EAv3 + C c vvpt + t J v + J v v v v C v + C v v vv 1 C c1 v Pt = mv 5c v = v =0 ats =0, v = v =0 ats = 5d As seen, there sti exists the same couping between bending and torsion in the system. A coser ook at Eqs. 4a, 4b, 5a, and 5b, reveas that there is no effect of ongitudina vibrations in the equation of the torsiona vibrations. This shows that even considering higher order terms in the geometry does not resut in couping between the torsion and ongitudina vibrations. However, the fexura and ongitudina vibrations are couped and ignoring ongitudina vibrations eads to omission of couped noninear terms in Eq. 4e, which eads to Eq. 5c. 3. Fuy Symmetric Uniform Beam. If the beam is considered to be competey symmetric in the sense that J =J and C =C this corresponds, for exampe, to square or circe crosssectiona areas, then the noninear terms in Eq. 4a are removed and torsion vibration is not ony inear but aso decouped from fexura vibration. This concudes that even for arge deformations, the noninear terms in torsiona vibrations wi not appear if the beam cross section is square or circe shape. However, even for such beams, the presence of piezoeectric ayer sti coupes the fexura and torsiona vibrations. In this case, the equations of motion in Eqs. 4a 4f reduce to the foowing form: C 1 C cvpt = J 6a =0 ats =0, =0 ats = 6b v 1 C cvpt + J v + EAu + 1 C v +C vv 1 C cvpt = mü 6c u =0 ats =0, u =0 ats = 6d J u v +vv C uv +vv + EAuv + 1 v3 + C c 1 u + vvpt C v vv vu vu 1 C c1 u v Pt + t J v uv u v v v = mv 6e v = v =0 ats =0, v = v =0 ats = 6f Athough there sti exist some noninear terms in the equations but the ony term, which coupes the fexure and torsion, is the second order noninear term in Eq. 6a and the one in Eq. 6e, which are due to the presence of piezoeectric actuator ayer. Equation 6a possesses no onger the third order noninearity when compared to Eq. 4a. 3.3 Inextensibe Beam. The inextensibiity condition expresses that the eongation of the neutra axis during the vibration is ignorabe. Considering the inextensibiity condition and using Eq. 6, Equation 4c and 4e can be reduced into one equation consequenty. Then, the equations of motion of the system can be presented in the foowing form J J v C C v + C 1 C cvpt = J 7a =0 ats =0, =0 ats= 7b 1 vc cvpt vc vv mv s 0 s v v + v dsds C v + C v v 1 C c1 v Pt + t J v + J v v = mv 8a v = v =0 ats =0, v = v =0 ats = 8b Using the couping of stretching and fexure to the inextensibiity condition, the two noninear equations for ongitudina and fexure vibrations are combined into one. There are now two orders of noninearities: The second order noninearity is due to the presence of piezoeectric ayer and the third order noninear terms are due to the geometry and appear as noninear inertia and stiffness terms. 4 Assumed Mode Mode Expansion In this section, the numerica simuations of the fexuratorsiona noninear vibrations of inextensibe beam are presented. The equations of motion have been presented in Sec Athough two other cases have been introduced in Secs. 3.1 and 3., they are not numericay soved here. The inextensibe beam equations given in Sec. 3.3 represent a genera case in which a three fexura, ongitudina, and torsiona vibrations are investigated a together. For the sake of simpicity, the effect of rotary inertia J,J terms is ignored in this section. Therefore, the equations of motion of system 7a, 7b, 8a, and 8b can be simpified to J C + C C v + 1 C cvpt =0 9a =0 ats =0, =0 ats= 9b Journa of Vibration and Acoustics DECEMBER 008, Vo. 130 / Downoaded From: on 05/05/015 Terms of Use:

6 mv + C v + v s m0 s v v + v dsds + vc vv + C C v + 1 C c v + vc c vpt = 1 C c Pt 9c v = v =0 ats =0, v = v =0 ats = 9d In order to produce the ordinary differentia equations governing the time functions of equations of motion, these equations are separated into position and time components using Gaerkin approximation as s,t = m=1 m s,t = m=1 m sq m t 30 vs,t = v n s,t = n=1 n sr n t 31 n=1 where m and n are the comparison functions satisfying ony beam geometrica boundary conditions and not necessariy the equations of motion 9a 9d for bending and torsion of the microcantiever beam and q n are the generaized time-dependent coordinates. Since the boundary conditions of the beam are camped free, the inear mode shapes for torsion and fexure are considered here to be the foowing comparison functions: m s = A m sin m s cos n cosh n =0 34b The constants A n and B n can be obtained using the orthogonaity conditions. Defining the inner product of two arbitrary functions fx and gx as fx,gx fxgxdx 35 =0 Substituting Eqs. 30 and 31 into Eqs. 9a 9d and taking the inner product using Eq. 35 of the resuting equations with n s and n s, respectivey, yieds where k 1mn q m + k mn q m + k 3mn q m r n + k 4mn q m r n Pt =0 36a k 5mn r n + k 6mn r n + k 7mn r n Pt + k 8mn r 3 n + k 9mn r n r n + r n ṙ n + k 10mn r n q m + k 11mn q m Pt = k 1mn Pt 36b k mn =0 k 3mn =0 k 1mn =0 J s m sds C s m s m sds C s C s m s n sds 37a 37b 37c where n s = B ncosh n s cos n s + sin n s sinh n s cosh n + cos n sin n + sinh n 33 k 4mn = 1 C c s m s n sds 0 k 5mn =0 ms n sds 37d 37e m = m 1 and n are the roots of the frequency equation, 34a k 6mn =0 n sc s n sds 37f Fig. 6 a The Poytec MSA-400 testing device and b the tip section of the microcantiever beam / Vo. 130, DECEMBER 008 Transactions of the ASME Downoaded From: on 05/05/015 Terms of Use:

7 Tabe 1 Physica properties of the microcantiever Symbo Vaue E b 185 GPa 500 m w b 50 m w t 55 m b 330 kg/m 3 t b 4 m b 0.8 E p 133 GPa 375 m w p 130 m d pc/n p 6390 kg/m t p 4 m p 0.5 k 7mn = 1 n sc c s n sds 40 k 8mn =0 k 9mn =0 k 10mn =0 1 n s n C c s n sds 0 n s n sc s n s n sds s s n s n s n sdsds ms0 ds n sc s C s n s m ds 37g 37h 37i 37j a Band 1: 55.5KHz Band 4: 39.5KHz Start : 47.1KHz Start : 35.3KHz End: 65 KHz End: 45.3KHz Width: 17.9 KHz Width: 10 KHz First resonance khz Frequency Response Second resonance 39.7 khz b 50 v(,t) (Micrometer) Frequency (KHz) Fig. 7 a Experimenta resut and b ogarithmic simuation resuts for 1 V chirp excitation signa with first fexura natura frequency highighted Journa of Vibration and Acoustics DECEMBER 008, Vo. 130 / Downoaded From: on 05/05/015 Terms of Use:

8 k 11mn = 1 n sc c s m sds 40 37k k 1mn = 1 n scsds c 0 37 Using Eqs. 37a 37, the noninear couped equations 36a and 36b can be simuated with MATLAB /SIMULINK and the resuts are presented and compared with experiments as discussed next. 5 Experimenta Setup and Methods In this section, an experimenta setup is designed for the noninear couped fexura-torsiona vibrations of the microcantiever beam. The piezoeectric actuator ony excites the fexura mode of vibration, but not the torsion. However, there is an interaction between the fexura and torsiona vibration modes, as demonstrated through extensive modeing in Sec. 3 and hence piezoeectric harmonic force has the potentia to excite the torsion mode aso. For this purpose, a DMASP microcantiever beam made by Veeco Instruments is utiized, as depicted in Fig. 6. The DMASP microcantiever has a smaer width at the end when compared with the rest of the microcantiever see Fig. 6b. There is a sma tip vertica to the eongation of the microcantiever at its end, which is used in AFM appications. The piezoeectric ayer consists of a 3.5 m ZnO ayer and two Ti/Au ayers of 0.5 m height on top and beneath the ZnO ayer at the base of the probe. The physica properties are isted in Tabe 1. In order to perform the experiment, a state-of-the-art microsystem anayzer, the MSA-400 manufactured by Poytec Inc. 8 Fig. 6a, is used for noncontact measurement of threedimensiona motions, especiay the out-of-pane vibration of the microcantiever tip. The microcantiever beam vibration is measured in response to a 1 V ac votage appied to the piezoeectric ayer as the excitation source. 6 Numerica Simuations and Experimenta Resuts This section is divided into two parts. The numerica simuations for the mode and the experimenta resuts are first compared to verify the modeing efforts presented here. More specificay, the softening phenomenon in fundamenta fexura frequency, which is due to noninearity of the system, is demonstrated anayticay. In the second part, the couping between the fexura and torsiona vibrations is numericay studied at the microscae and resuts are discussed. The experimenta resuts from a macroscae beam are used to demonstrate the fexura-torsiona couping effect. These experiments were performed at this scae due to the difficuty in onine measurement of twist at microscae even with our state-of-the-art microsystem anayzer. On the other hand, since the micro- and macrobeams woud have simiar characteristics incuding the fexura-torsiona couping effect, this is an acceptabe exercise and can pace our nove concept for FFM on a firm foundation. 6.1 Preiminary Resuts and Mode Verification. In order to compare the numerica resuts with experiments, the coefficients introduced in Eqs. 9a 9d are cacuated for different mode shapes of fexure and torsion. Having these vaues, the noninear equations 7a and 8b can be numericay simuated. Some of the vaues for k imn have very arge quantities due to the microscae Fig. 8 Simuation resuts for the first three torsiona natura frequencies for 1 V chirp excitation signa nature of beam with its sma dimensions. This can behave highy noninear when arge deformation is appied to the microcantiever due to the actuation of piezoeectric ayer. This actuation depends primariy on the appied votage to piezoeectric materia. Hence, even sma votage can move the vibration of the microscae beam into noninear regime. In order to compare the experimenta and numerica resuts, the beam is experimentay actuated. The resuts for first fexura natura frequency depicted in Fig. 7a show that the first natura frequency of the beam is 55,561 Hz. In addition, the time response is iustrated with 1 V actuation appied to the beam through the piezoeectric ayer. The properties in Tabe 1 have been utiized to perform a numerica simuation to find the frequency response. As seen, the obtained resuts match the experimenta resuts very cosey. The ogarithmic numerica resuts for the first fexura mode are depicted in Figs. 7b, respectivey. It shoud be noted that experimenta resuts are for the tip veocity, whie the numerica ones are for the tip dispacement responses. The focus of comparison here is ony on frequencies and not the ampitude at this stage. The numerica simuations for frequency response of the system with the second fexura natura frequency highighted as forth band is depicted in Fig. 7b. There are two sma peaks in experimenta resuts Fig. 7a. These peaks are due to the subharmonic resonance in the system. They actuay exist in numerica resuts but they are very sma compared to resonance frequencies and aso their ampitude changes due to initia conditions. Figure 8 aso shows the first three noninear natura frequencies of the torsiona vibrations of the microcantiever beam obtained by simuation in the presence of noninear couped geometry and piezoeectric terms. 6. Fexura-Torsiona Couping Effect Indirect Twist Measurement 6..1 Numerica Simuations at Microscae. Equations 36a and 36b demonstrate the couping between the fexura and torsiona vibrations. Using this couping effect, the sma torsiona Tabe Vaues of fexura frequency in response to different initia twist vaues Initia twist anges deg Fexura freq. Hz 55,561 55,575 55,611 55,68 55,789 55,933 56,111 56,374 56,803 57,08 57, / Vo. 130, DECEMBER 008 Transactions of the ASME Downoaded From: on 05/05/015 Terms of Use:

9 Fig. 9 Frequency response simuation of fexura vibration couped with torsiona vibration for different initia twists ange of the beam tip can be measured by investigating the changes in frequency response of the fexura vibration. This nove idea originates from the appication of FFM, as the microcantiever moves aong the scanning direction, as shown in Fig. 1. When the motion becomes stabe, the twisting ange of the beam tip due to friction is considered as initia vaue of torsiona vibration of the beam. This vaue, in turn, changes the torsiona vibration and due to the couping effect, the frequency response of fexura vibration varies. This phenomenon can be utiized to indirecty measure the friction coefficient of the surface through variations of fexura frequency response. In order to demonstrate this fact, the fexura vibration frequency of microcantiever due to the sma initia torsiona anges is provided in Tabe. The vaues in Tabe show that the frequency response of the fexura vibrations nonineary changes due to the increase in initia twists. These changes, even for sma amounts of one-tenth of degree, are easiy measurabe. The frequency response shifts of the fexura vibrations are shown in Fig. 9 for five different initia twist anges seected from Tabe. It is observed that the initia twist causes a shift in fexura frequency response; however, there is a decrease in ampitude of the response due to the increase in initia twist of the microcantiever. In addition, this decreasing curve is noninear in nature and it is demonstrated that for arger amounts it reduces faster. Therefore, the measurement becomes ess sensitive as the initia twist increases. 6.. Experimenta Verification at Macroscae. In this section, the couping of fexura-torsiona vibration for indirect measurement of twist is experimentay studied. As mentioned earier, the experiment is performed on macroscae beams due to the hardware imitations at microscae. The experimenta setup consists of a cantiever beam with a piezoeectric ayer bonded on its top surface acting as the actuation mechanism, and a noncontact aser for tip defection measurement. First, a cantiever beam made of auminum is used for the preiminary experimenta investigation with ength of 0 cm, width of 1 cm, and thickness of 0.4 mm. The piezoeectric ayer is an ACX-QPB, which is attached on Fig. 10 beam the beam using epoxy,.5 cm from the camped end. The vibration of the tip is measured and monitored by a Microepsion optoncdt-1607 aser distance sensor. To cause permanent twisting in the cantiever beam, the beam is twisted unti it goes under pastic deformation. Heat cannot be utiized here due to the presence of piezoeectric patch on the beam. Since for the cantiever beam shoud be twisted to pastic region, the obtained twists are thus random and cannot be equay spaced. After giving a permanent twist deformation, the twist ange is measured using a eve and a goniometer, as shown in Fig. 10. In the experiment with 0 cm ong cantiever beam, since the fundamenta natura frequency is reativey ow around 4.34 Hz, the changes in the natura frequency due to torsion are very sma see Tabe 3. However, even these sma changes in the natura frequency are experimentay observabe due to the initia twists. In order to obtain better resuts, two other cantiever beams with same properties but with engths of 17.5 cm and 15 cm utiized see Tabe Observations. The obtained experimenta resuts show that the initia twist changes the fexura natura frequency. Athough the change is very sma for macroscae cantiever beams due to their sma natura frequencies, it is detectabe experimentay. As numericay demonstrated for microscae beams, the change in natura frequency was more evident due to the arge vaues of natura frequencies. Since at microscae measurement of twist is a ot more difficut in practice, the proposed idea of indirect measurement of twist is very attractive in practice. In addition, it can be observed that the increase in fexura natura frequency due to the initia twist is not inear. see Tabe 3. 7 Concusions Measurement setup for the initia twist in cantiever The noninear equations of motion of couped fexura-torsiona vibrations of a nonhomogenous noninear microcantiever beam have been derived. The noninear terms due to the presence of piezoeectric materia and the couping between the fexura and torsiona vibrations as a resut of noninearity in geometry and the presence of piezoeectric ayer have been identified. The cubic and quadratic noninearities were observed due to the geometry of the Tabe 3 Fundamenta fexura natura frequency variation with different initia twists for beams with different engths Beam ength cm Twist ange deg Natura frequency Hz Journa of Vibration and Acoustics DECEMBER 008, Vo. 130 / Downoaded From: on 05/05/015 Terms of Use:

10 beam and piezoeectric ayer. First, two fexura resonances have been numericay and experimentay obtained and compared. The experimenta resuts matched the numerica ones very cosey with ony a sma error. Moreover, the couping effect has been used to measure the vaue of torsion. It has been demonstrated that the initia vaue of the torsion can change the vaue of the fexura resonance. This property is very hepfu in appication of FFM to indirecty measure the friction of a surface without the use of a torsiona dispacement sensor. Acknowedgment The materias presented here are based on work supported by the Nationa Science Foundation CAREER Grant No. CMMI , and MRI Grant No. CMMI The authors woud aso ike to thank Associate Editor Professor Christopher Rahn and the reviewers for their constructive comments and carefu review that have improved the quaity of the paper significanty. References 1 Sharos, L. B., Raman, A., Crittenden, C., and Reifenberger, R., 004, Enhanced Mass Sensing using Torsiona and Latera Resonances in Microcantievers, App. Phys. Lett., 843, Jaii, N., Dadfarnia, M., and Dawson, D. M., 004, A Fresh Insight into the Microcantiever-Sampe Interaction Probem in Non-Contact Atomic Force Microscopy, ASME J. Dyn. Syst., Meas., Contro, 16, Jaii, N., and Laxminarayana, K., 005, A Review of Atomic Force Microscopy Imaging Systems: Appication to Moecuar Metroogy and Bioogica Sciences, Mechatronics, 148, pp Takaway, T., Fukudaz, T., and Takadaz, T., 1997, Fexura-Torsion Couping Vibration Contro of Fiber Composite Cantievered Beam by Using Piezoceramic Actuators, Smart Mater. Struct., 6, Esimy-Isfahany, S. H. R., and Banerjee, J. R., 000, Use of Generaized Mass in the Interpretation of Dynamic Response of Bending-Torsion Couped Beams, J. Sound Vib., 38, Bhadbhade, V., Jaii, N., and Mahmoodi, S. N., 007, A Nove Piezoeectricay-Actuated Fexura/Torsiona Vibrating Beam Gyroscope, J. Sound Vib., in print. 7 Esmaizadeh, E., and Jaii, N., 1998, Parametric Response of Cantiever Timoshenko Beams With Tip Mass Under Harmonic Support Motion, Int. J. Non-Linear Mech., 33, Xie, W. C., Lee, H. P., and Lim, S. P., 003, Noninear Dynamic Anaysis of MEMS Switches by Noninear Moda Anaysis, Noninear Dyn., 31, Crespo da Siva, M. R. M., and Gynn, C. C., 1978, Noninear Fexura- Fexura-Torsiona Dynamics of Inextensiona Beams: I. Equations of Motion, J. Struct. Mech., 64, Crespo da Siva, M. R. M., and Gynn, C. C., 1978, Noninear Fexura- Fexura-Torsiona Dynamics of Inextensiona Beams: II. Forced Motions, J. Struct. Mech., 64, Crespo da Siva, M. R. M., 1988, Noninear Fexura-Fexura-Torsiona- Extensiona Dynamics of Beams: I. Formuation, Int. J. Soids Struct., 4, Pai, F. P., and Nayfeh, A. H., 1994, A Fuy Noninear Theory of Curved and Twisted Composite Rotor Bades Accounting for Warping and Three- Dimensiona Stress Effects, Int. J. Soids Struct., 319, Arafat, H. N., Nayfeh, A. H., and Chin, C., 1998, Noninear Nonpanar Dynamics of Parametricay Excited Cantiever Beams, Noninear Dyn., 15, Ramezani, A., Aasty, A., and Akbari, J., 006, Effects of Rotary Inertia and Shear Deformation on Noninear Free Vibration of Microbeams, ASME J. Vibr. Acoust., 18, Mahmoodi, S. N., Khadem, S. E., and Rezaee, M., 004, Anaysis of Noninear Mode Shapes and Natura Frequencies of Continuous Damped Systems, J. Sound Vib., 75, Mahmoodi, S. N., Jaii, N., and Khadem, S. E., 008, An Experimenta Investigation of Noninear Vibration and Frequency Response Anaysis of Cantiever Viscoeastic Beams, J. Sound Vib., 311, pp Mahmoodi, S. N., Khadem, S. E., and Jaii, N., 006, Theoretica Deveopment and Cosed-Form Soution of Noninear Vibrations of A Directy Excited Nanotube-Reinforced Composite Cantiever Beam, Arch. App. Mech., 75, Mahmoodi, S. N., Afshari, M., and Jaii, N., 008, Noninear Vibrations of Piezoeectric Microcantievers for Bioogicay-Induced Surface Stress Sensing, Commun. Noninear Sci. Numer. Simu., 13, Mahmoodi, S. N., and Jaii, N., 007, Noninear Vibrations and Frequency Response Anaysis of Piezoeectricay-driven Microcantievers, Int. J. Non- Linear Mech., 44, Jun, L., Rongying, S., Hongxing, H., and Xianding, J., 004, Couped Bending and Torsiona Vibration of Axiay Loaded Bernoui Euer Beams Incuding Warping Effects, App. Acoust., 65, Gokdag, H., and Kopmaz, O., 005, Couped Bending and Torsiona Vibration of A Beam with In-span and Tip Attachments, J. Sound Vib., 87, Dadfarnia, M., Jaii, N., Xian, B., and Dawson, D. M., 004, A Lyapunov- Based Piezoeectric Controer for Fexibe Cartesian Robot Manipuators, ASME J. Dyn. Syst., Meas., Contro, 16, Dadfarnia, M., Jaii, N., Liu, Z., and Dawson, D. M., 004, An Observerbased Piezoeectric Contro of Fexibe Cartesian Robot Arms: Theory and Experiment, Contro Eng. Pract., 1, Narita, F., Shindo, Y., and Mikami, M., 005, Anaytica and Experimenta Study of Noninear Bending Response and Domain Wa Motion in Piezoeectric Laminated Actuators under AC Eectric Fieds, Acta Mater., 53, Hsieh, S., Shaw, S. W., and Pierre, C., 1994, Norma Modes for Large Ampitude Vibration of A Cantiever Beam, Int. J. Soids Struct., 31, Zieger, C., 004, Cantiever-Based Biosensors, Ana. Bioana. Chem., 379, Preumont, A., 1997, Vibration Contro of Active Structures, Kuwer Academic, Dordrecht. 8 Micro System Anayzer Manua, MSA-400, Poytec Inc., com / Vo. 130, DECEMBER 008 Transactions of the ASME Downoaded From: on 05/05/015 Terms of Use:

Technical Data for Profiles. Groove position, external dimensions and modular dimensions

Technical Data for Profiles. Groove position, external dimensions and modular dimensions Technica Data for Profies Extruded Profie Symbo A Mg Si 0.5 F 25 Materia number.206.72 Status: artificiay aged Mechanica vaues (appy ony in pressing direction) Tensie strength Rm min. 245 N/mm 2 Yied point

More information

DYNAMIC RESPONSE OF CIRCULAR FOOTINGS ON SATURATED POROELASTIC HALFSPACE

DYNAMIC RESPONSE OF CIRCULAR FOOTINGS ON SATURATED POROELASTIC HALFSPACE 3 th Word Conference on Earthquake Engineering Vancouver, B.C., Canada August -6, 4 Paper No. 38 DYNAMIC RESPONSE OF CIRCULAR FOOTINGS ON SATURATED POROELASTIC HALFSPACE Bo JIN SUMMARY The dynamic responses

More information

Lecture 6: Moderately Large Deflection Theory of Beams

Lecture 6: Moderately Large Deflection Theory of Beams Structura Mechanics 2.8 Lecture 6 Semester Yr Lecture 6: Moderatey Large Defection Theory of Beams 6.1 Genera Formuation Compare to the cassica theory of beams with infinitesima deformation, the moderatey

More information

Lobontiu: System Dynamics for Engineering Students Website Chapter 3 1. z b z

Lobontiu: System Dynamics for Engineering Students Website Chapter 3 1. z b z Chapter W3 Mechanica Systems II Introduction This companion website chapter anayzes the foowing topics in connection to the printed-book Chapter 3: Lumped-parameter inertia fractions of basic compiant

More information

THE OUT-OF-PLANE BEHAVIOUR OF SPREAD-TOW FABRICS

THE OUT-OF-PLANE BEHAVIOUR OF SPREAD-TOW FABRICS ECCM6-6 TH EUROPEAN CONFERENCE ON COMPOSITE MATERIALS, Sevie, Spain, -6 June 04 THE OUT-OF-PLANE BEHAVIOUR OF SPREAD-TOW FABRICS M. Wysocki a,b*, M. Szpieg a, P. Heström a and F. Ohsson c a Swerea SICOMP

More information

STABILITY OF A PARAMETRICALLY EXCITED DAMPED INVERTED PENDULUM 1. INTRODUCTION

STABILITY OF A PARAMETRICALLY EXCITED DAMPED INVERTED PENDULUM 1. INTRODUCTION Journa of Sound and Vibration (996) 98(5), 643 65 STABILITY OF A PARAMETRICALLY EXCITED DAMPED INVERTED PENDULUM G. ERDOS AND T. SINGH Department of Mechanica and Aerospace Engineering, SUNY at Buffao,

More information

Modal analysis of a multi-blade system undergoing rotational motion

Modal analysis of a multi-blade system undergoing rotational motion Journa of Mechanica Science and Technoogy 3 (9) 5~58 Journa of Mechanica Science and Technoogy www.springerin.com/content/738-494x DOI.7/s6-9-43-3 Moda anaysis of a muti-bade system undergoing rotationa

More information

SEMINAR 2. PENDULUMS. V = mgl cos θ. (2) L = T V = 1 2 ml2 θ2 + mgl cos θ, (3) d dt ml2 θ2 + mgl sin θ = 0, (4) θ + g l

SEMINAR 2. PENDULUMS. V = mgl cos θ. (2) L = T V = 1 2 ml2 θ2 + mgl cos θ, (3) d dt ml2 θ2 + mgl sin θ = 0, (4) θ + g l Probem 7. Simpe Penduum SEMINAR. PENDULUMS A simpe penduum means a mass m suspended by a string weightess rigid rod of ength so that it can swing in a pane. The y-axis is directed down, x-axis is directed

More information

2.1. Cantilever The Hooke's law

2.1. Cantilever The Hooke's law .1. Cantiever.1.1 The Hooke's aw The cantiever is the most common sensor of the force interaction in atomic force microscopy. The atomic force microscope acquires any information about a surface because

More information

UI FORMULATION FOR CABLE STATE OF EXISTING CABLE-STAYED BRIDGE

UI FORMULATION FOR CABLE STATE OF EXISTING CABLE-STAYED BRIDGE UI FORMULATION FOR CABLE STATE OF EXISTING CABLE-STAYED BRIDGE Juan Huang, Ronghui Wang and Tao Tang Coege of Traffic and Communications, South China University of Technoogy, Guangzhou, Guangdong 51641,

More information

c 2007 Society for Industrial and Applied Mathematics

c 2007 Society for Industrial and Applied Mathematics SIAM REVIEW Vo. 49,No. 1,pp. 111 1 c 7 Society for Industria and Appied Mathematics Domino Waves C. J. Efthimiou M. D. Johnson Abstract. Motivated by a proposa of Daykin [Probem 71-19*, SIAM Rev., 13 (1971),

More information

Module 22: Simple Harmonic Oscillation and Torque

Module 22: Simple Harmonic Oscillation and Torque Modue : Simpe Harmonic Osciation and Torque.1 Introduction We have aready used Newton s Second Law or Conservation of Energy to anayze systems ike the boc-spring system that osciate. We sha now use torque

More information

Bending Analysis of Continuous Castellated Beams

Bending Analysis of Continuous Castellated Beams Bending Anaysis of Continuous Casteated Beams * Sahar Eaiwi 1), Boksun Kim ) and Long-yuan Li 3) 1), ), 3) Schoo of Engineering, Pymouth University, Drake Circus, Pymouth, UK PL4 8AA 1) sahar.eaiwi@pymouth.ac.uk

More information

Nonlinear Analysis of Spatial Trusses

Nonlinear Analysis of Spatial Trusses Noninear Anaysis of Spatia Trusses João Barrigó October 14 Abstract The present work addresses the noninear behavior of space trusses A formuation for geometrica noninear anaysis is presented, which incudes

More information

On a geometrical approach in contact mechanics

On a geometrical approach in contact mechanics Institut für Mechanik On a geometrica approach in contact mechanics Aexander Konyukhov, Kar Schweizerhof Universität Karsruhe, Institut für Mechanik Institut für Mechanik Kaiserstr. 12, Geb. 20.30 76128

More information

In-plane shear stiffness of bare steel deck through shell finite element models. G. Bian, B.W. Schafer. June 2017

In-plane shear stiffness of bare steel deck through shell finite element models. G. Bian, B.W. Schafer. June 2017 In-pane shear stiffness of bare stee deck through she finite eement modes G. Bian, B.W. Schafer June 7 COLD-FORMED STEEL RESEARCH CONSORTIUM REPORT SERIES CFSRC R-7- SDII Stee Diaphragm Innovation Initiative

More information

Torsion and shear stresses due to shear centre eccentricity in SCIA Engineer Delft University of Technology. Marijn Drillenburg

Torsion and shear stresses due to shear centre eccentricity in SCIA Engineer Delft University of Technology. Marijn Drillenburg Torsion and shear stresses due to shear centre eccentricity in SCIA Engineer Deft University of Technoogy Marijn Drienburg October 2017 Contents 1 Introduction 2 1.1 Hand Cacuation....................................

More information

UNCOMPLICATED TORSION AND BENDING THEORIES FOR MICROPOLAR ELASTIC BEAMS

UNCOMPLICATED TORSION AND BENDING THEORIES FOR MICROPOLAR ELASTIC BEAMS 11th Word Congress on Computationa Mechanics WCCM XI 5th European Conference on Computationa Mechanics ECCM V 6th European Conference on Computationa Fuid Dynamics ECFD VI E. Oñate J. Oiver and. Huerta

More information

LECTURE 10. The world of pendula

LECTURE 10. The world of pendula LECTURE 0 The word of pendua For the next few ectures we are going to ook at the word of the pane penduum (Figure 0.). In a previous probem set we showed that we coud use the Euer- Lagrange method to derive

More information

Strain Energy in Linear Elastic Solids

Strain Energy in Linear Elastic Solids Strain Energ in Linear Eastic Soids CEE L. Uncertaint, Design, and Optimiation Department of Civi and Environmenta Engineering Duke Universit Henri P. Gavin Spring, 5 Consider a force, F i, appied gradua

More information

SIMULATION OF TEXTILE COMPOSITE REINFORCEMENT USING ROTATION FREE SHELL FINITE ELEMENT

SIMULATION OF TEXTILE COMPOSITE REINFORCEMENT USING ROTATION FREE SHELL FINITE ELEMENT 8 TH INTERNATIONAL CONFERENCE ON COMPOSITE MATERIALS SIMULATION OF TEXTILE COMPOSITE REINFORCEMENT USING ROTATION FREE SHELL FINITE ELEMENT P. Wang, N. Hamia *, P. Boisse Universite de Lyon, INSA-Lyon,

More information

Gauss Law. 2. Gauss s Law: connects charge and field 3. Applications of Gauss s Law

Gauss Law. 2. Gauss s Law: connects charge and field 3. Applications of Gauss s Law Gauss Law 1. Review on 1) Couomb s Law (charge and force) 2) Eectric Fied (fied and force) 2. Gauss s Law: connects charge and fied 3. Appications of Gauss s Law Couomb s Law and Eectric Fied Couomb s

More information

Cantilever Beam Static and Dynamic Response Comparison with Mid-Point Bending for Thin MDF Composite Panels

Cantilever Beam Static and Dynamic Response Comparison with Mid-Point Bending for Thin MDF Composite Panels Cantiever Beam Static and Dynamic Response Comparison with Mid-Point Bending for Thin MDF Composite Panes John F. Hunt, a, * Houjiang Zhang, b Zhiren Guo, b and Feng Fu c A new cantiever beam apparatus

More information

First-Order Corrections to Gutzwiller s Trace Formula for Systems with Discrete Symmetries

First-Order Corrections to Gutzwiller s Trace Formula for Systems with Discrete Symmetries c 26 Noninear Phenomena in Compex Systems First-Order Corrections to Gutzwier s Trace Formua for Systems with Discrete Symmetries Hoger Cartarius, Jörg Main, and Günter Wunner Institut für Theoretische

More information

Keywords: Functionally Graded Materials, Conical shell, Rayleigh-Ritz Method, Energy Functional, Vibration.

Keywords: Functionally Graded Materials, Conical shell, Rayleigh-Ritz Method, Energy Functional, Vibration. Journa of American Science, ;8(3) Comparison of wo Kinds of Functionay Graded Conica Shes with Various Gradient Index for Vibration Anaysis Amirhossein Nezhadi *, Rosan Abdu Rahman, Amran Ayob Facuty of

More information

SECTION A. Question 1

SECTION A. Question 1 SECTION A Question 1 (a) In the usua notation derive the governing differentia equation of motion in free vibration for the singe degree of freedom system shown in Figure Q1(a) by using Newton's second

More information

$, (2.1) n="# #. (2.2)

$, (2.1) n=# #. (2.2) Chapter. Eectrostatic II Notes: Most of the materia presented in this chapter is taken from Jackson, Chap.,, and 4, and Di Bartoo, Chap... Mathematica Considerations.. The Fourier series and the Fourier

More information

CABLE SUPPORTED STRUCTURES

CABLE SUPPORTED STRUCTURES CABLE SUPPORTED STRUCTURES STATIC AND DYNAMIC ANALYSIS OF CABLES 3/22/2005 Prof. dr Stanko Brcic 1 Cabe Supported Structures Suspension bridges Cabe-Stayed Bridges Masts Roof structures etc 3/22/2005 Prof.

More information

Vibrations of beams with a variable cross-section fixed on rotational rigid disks

Vibrations of beams with a variable cross-section fixed on rotational rigid disks 1(13) 39 57 Vibrations of beams with a variabe cross-section fixed on rotationa rigid disks Abstract The work is focused on the probem of vibrating beams with a variabe cross-section fixed on a rotationa

More information

Related Topics Maxwell s equations, electrical eddy field, magnetic field of coils, coil, magnetic flux, induced voltage

Related Topics Maxwell s equations, electrical eddy field, magnetic field of coils, coil, magnetic flux, induced voltage Magnetic induction TEP Reated Topics Maxwe s equations, eectrica eddy fied, magnetic fied of cois, coi, magnetic fux, induced votage Principe A magnetic fied of variabe frequency and varying strength is

More information

Function Matching Design of Wide-Band Piezoelectric Ultrasonic Transducer

Function Matching Design of Wide-Band Piezoelectric Ultrasonic Transducer Function Matching Design of Wide-Band Piezoeectric Utrasonic Transducer Yingyuan Fan a, Hongqing An b Weifang Medica University, Weifang, 261053, China a yyfan@126.com, b hongqingan01@126.com Abstract

More information

Ultrasonic Measurements of Kinematic Viscosity for Analize of Engine Oil Parameters

Ultrasonic Measurements of Kinematic Viscosity for Analize of Engine Oil Parameters th European Conference on Non-Destructive Testing (ECNDT 04), October 6-0, 04, Prague, Czech Repubic More Info at Open Access Database www.ndt.net/?id=6344 Utrasonic Measurements of Kinematic Viscosity

More information

Research on liquid sloshing performance in vane type tank under microgravity

Research on liquid sloshing performance in vane type tank under microgravity IOP Conference Series: Materias Science and Engineering PAPER OPEN ACCESS Research on iquid soshing performance in vane type tan under microgravity Reated content - Numerica simuation of fuid fow in the

More information

Self Inductance of a Solenoid with a Permanent-Magnet Core

Self Inductance of a Solenoid with a Permanent-Magnet Core 1 Probem Sef Inductance of a Soenoid with a Permanent-Magnet Core Kirk T. McDonad Joseph Henry Laboratories, Princeton University, Princeton, NJ 08544 (March 3, 2013; updated October 19, 2018) Deduce the

More information

Amodified airfoil-based piezoaeroelastic energy harvester with double plunge degrees of freedom

Amodified airfoil-based piezoaeroelastic energy harvester with double plunge degrees of freedom Accepted Manuscript Amodified airfoi-based piezoaeroeastic energy harvester with doube punge degrees of freedom Yining Wu Daochun Li Jinwu Xiang Andrea Da Ronch PII: S095-0349(16)30047- DOI: http://dx.doi.org/10.1016/j.tam.016.08.009

More information

ANALYTICAL AND EXPERIMENTAL STUDY OF FRP-STRENGTHENED RC BEAM-COLUMN JOINTS. Abstract

ANALYTICAL AND EXPERIMENTAL STUDY OF FRP-STRENGTHENED RC BEAM-COLUMN JOINTS. Abstract ANALYTICAL AND EXPERIMENTAL STUDY OF FRP-STRENGTHENED RC BEAM-COLUMN JOINTS Dr. Costas P. Antonopouos, University of Patras, Greece Assoc. Prof. Thanasis C. Triantafiou, University of Patras, Greece Abstract

More information

Candidate Number. General Certificate of Education Advanced Level Examination January 2012

Candidate Number. General Certificate of Education Advanced Level Examination January 2012 entre Number andidate Number Surname Other Names andidate Signature Genera ertificate of Education dvanced Leve Examination January 212 Physics PHY4/1 Unit 4 Fieds and Further Mechanics Section Tuesday

More information

Numerical solution of one dimensional contaminant transport equation with variable coefficient (temporal) by using Haar wavelet

Numerical solution of one dimensional contaminant transport equation with variable coefficient (temporal) by using Haar wavelet Goba Journa of Pure and Appied Mathematics. ISSN 973-1768 Voume 1, Number (16), pp. 183-19 Research India Pubications http://www.ripubication.com Numerica soution of one dimensiona contaminant transport

More information

Dynamic Stability of an Axially Moving Sandwich Composite Web

Dynamic Stability of an Axially Moving Sandwich Composite Web Mechanics and Mechanica Engineering Vo. 7 No. 1 (2004) 53-68 c Technica University of Lodz Dynamic Stabiity of an Axiay Moving Sandwich Composite Web Krzysztof MARYNOWSKI Department of Dynamics of Machines

More information

arxiv: v1 [physics.flu-dyn] 2 Nov 2007

arxiv: v1 [physics.flu-dyn] 2 Nov 2007 A theoretica anaysis of the resoution due to diffusion and size-dispersion of partices in deterministic atera dispacement devices arxiv:7.347v [physics.fu-dyn] 2 Nov 27 Martin Heer and Henrik Bruus MIC

More information

Proceedings of Meetings on Acoustics

Proceedings of Meetings on Acoustics Proceedings of Meetings on Acoustics Voume 9, 23 http://acousticasociety.org/ ICA 23 Montrea Montrea, Canada 2-7 June 23 Architectura Acoustics Session 4pAAa: Room Acoustics Computer Simuation II 4pAAa9.

More information

MECHANICAL ENGINEERING

MECHANICAL ENGINEERING 1 SSC-JE SFF SELECION COMMISSION MECHNICL ENGINEERING SUDY MERIL Cassroom Posta Correspondence est-series16 Rights Reserved www.sscje.com C O N E N 1. SIMPLE SRESSES ND SRINS 3-3. PRINCIPL SRESS ND SRIN

More information

СРАВНИТЕЛЕН АНАЛИЗ НА МОДЕЛИ НА ГРЕДИ НА ЕЛАСТИЧНА ОСНОВА COMPARATIVE ANALYSIS OF ELASTIC FOUNDATION MODELS FOR BEAMS

СРАВНИТЕЛЕН АНАЛИЗ НА МОДЕЛИ НА ГРЕДИ НА ЕЛАСТИЧНА ОСНОВА COMPARATIVE ANALYSIS OF ELASTIC FOUNDATION MODELS FOR BEAMS СРАВНИТЕЛЕН АНАЛИЗ НА МОДЕЛИ НА ГРЕДИ НА ЕЛАСТИЧНА ОСНОВА Милко Стоянов Милошев 1, Константин Савков Казаков 2 Висше Строително Училище Л. Каравелов - София COMPARATIVE ANALYSIS OF ELASTIC FOUNDATION MODELS

More information

VTU-NPTEL-NMEICT Project

VTU-NPTEL-NMEICT Project MODUE-X -CONTINUOUS SYSTEM : APPROXIMATE METHOD VIBRATION ENGINEERING 14 VTU-NPTE-NMEICT Project Progress Report The Project on Deveopment of Remaining Three Quadrants to NPTE Phase-I under grant in aid

More information

Published in: Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics

Published in: Proceedings of the Twenty Second Nordic Seminar on Computational Mechanics Aaborg Universitet An Efficient Formuation of the Easto-pastic Constitutive Matrix on Yied Surface Corners Causen, Johan Christian; Andersen, Lars Vabbersgaard; Damkide, Lars Pubished in: Proceedings of

More information

Lecture 9. Stability of Elastic Structures. Lecture 10. Advanced Topic in Column Buckling

Lecture 9. Stability of Elastic Structures. Lecture 10. Advanced Topic in Column Buckling Lecture 9 Stabiity of Eastic Structures Lecture 1 Advanced Topic in Coumn Bucking robem 9-1: A camped-free coumn is oaded at its tip by a oad. The issue here is to find the itica bucking oad. a) Suggest

More information

High Efficiency Development of a Reciprocating Compressor by Clarification of Loss Generation in Bearings

High Efficiency Development of a Reciprocating Compressor by Clarification of Loss Generation in Bearings Purdue University Purdue e-pubs Internationa Compressor Engineering Conference Schoo of Mechanica Engineering 2010 High Efficiency Deveopment of a Reciprocating Compressor by Carification of Loss Generation

More information

The Mechanical Properties Analysis of Machine Tool Spindle After Remanufacturing Based on Uncertain Constraints

The Mechanical Properties Analysis of Machine Tool Spindle After Remanufacturing Based on Uncertain Constraints Send Orders for Reprints to reprints@benthamscience.ae 150 The Open Mechanica Engineering Journa, 2015, 9, 150-155 Open Access The Mechanica Properties Anaysis of Machine Too Spinde After Remanufacturing

More information

Post-buckling behaviour of a slender beam in a circular tube, under axial load

Post-buckling behaviour of a slender beam in a circular tube, under axial load Computationa Metho and Experimenta Measurements XIII 547 Post-bucking behaviour of a sender beam in a circuar tube, under axia oad M. Gh. Munteanu & A. Barraco Transivania University of Brasov, Romania

More information

830. Nonlinear dynamic characteristics of SMA simply supported beam in axial stochastic excitation

830. Nonlinear dynamic characteristics of SMA simply supported beam in axial stochastic excitation 8. Noninear dynamic characteristics of SMA simpy supported beam in axia stochastic excitation Zhi-Wen Zhu 1, Wen-Ya Xie, Jia Xu 1 Schoo of Mechanica Engineering, Tianjin University, 9 Weijin Road, Tianjin

More information

Introduction. Figure 1 W8LC Line Array, box and horn element. Highlighted section modelled.

Introduction. Figure 1 W8LC Line Array, box and horn element. Highlighted section modelled. imuation of the acoustic fied produced by cavities using the Boundary Eement Rayeigh Integra Method () and its appication to a horn oudspeaer. tephen Kirup East Lancashire Institute, Due treet, Bacburn,

More information

COUPLED FLEXURAL TORSIONAL VIBRATION AND STABILITY ANALYSIS OF PRE-LOADED BEAMS USING CONVENTIONAL AND DYNAMIC FINITE ELEMENT METHODS

COUPLED FLEXURAL TORSIONAL VIBRATION AND STABILITY ANALYSIS OF PRE-LOADED BEAMS USING CONVENTIONAL AND DYNAMIC FINITE ELEMENT METHODS COUPLED FLEXURAL TORSIONAL VIBRATION AND STABILITY ANALYSIS OF PRE-LOADED BEAMS USING CONVENTIONAL AND DYNAMIC FINITE ELEMENT METHODS by Heenkenda Jayasinghe, B. Eng Aeronautica Engineering City University

More information

1. Measurements and error calculus

1. Measurements and error calculus EV 1 Measurements and error cacuus 11 Introduction The goa of this aboratory course is to introduce the notions of carrying out an experiment, acquiring and writing up the data, and finay anayzing the

More information

Laboratory Exercise 1: Pendulum Acceleration Measurement and Prediction Laboratory Handout AME 20213: Fundamentals of Measurements and Data Analysis

Laboratory Exercise 1: Pendulum Acceleration Measurement and Prediction Laboratory Handout AME 20213: Fundamentals of Measurements and Data Analysis Laboratory Exercise 1: Penduum Acceeration Measurement and Prediction Laboratory Handout AME 20213: Fundamentas of Measurements and Data Anaysis Prepared by: Danie Van Ness Date exercises to be performed:

More information

SEA Subsystem Attribute Correction Based on Stiffness Multipliers

SEA Subsystem Attribute Correction Based on Stiffness Multipliers Internationa Conference on Eectrica, Mechanica and Industria Engineering (ICEMIE 016) SEA Subsystem Attribute Correction Based on Stiffness Mutipiers Jie Gao1,* and Yong Yang 1 Coege of hysics and Information

More information

Lecture Notes for Math 251: ODE and PDE. Lecture 34: 10.7 Wave Equation and Vibrations of an Elastic String

Lecture Notes for Math 251: ODE and PDE. Lecture 34: 10.7 Wave Equation and Vibrations of an Elastic String ecture Notes for Math 251: ODE and PDE. ecture 3: 1.7 Wave Equation and Vibrations of an Eastic String Shawn D. Ryan Spring 212 ast Time: We studied other Heat Equation probems with various other boundary

More information

Approximate description of the two-dimensional director field in a liquid crystal display

Approximate description of the two-dimensional director field in a liquid crystal display JOURNAL OF APPLIED PHYSICS VOLUME 89, NUMBER 9 1 MAY 21 Approximate description of the two-dimensiona director fied in a iquid crysta dispay G. Panasyuk, a) D. W. Aender, J. Key Liquid Crysta Institute

More information

Simple models for rope substructure mechanics: application to electro-mechanical lifts

Simple models for rope substructure mechanics: application to electro-mechanical lifts Journa of Physics: Conference Series PAPER OPEN ACCESS Simpe modes for rope substructure mechanics: appication to eectro-mechanica ifts To cite this artice: I Herrera and S Kaczmarczyk 016 J. Phys.: Conf.

More information

Numerical simulation of javelin best throwing angle based on biomechanical model

Numerical simulation of javelin best throwing angle based on biomechanical model ISSN : 0974-7435 Voume 8 Issue 8 Numerica simuation of javein best throwing ange based on biomechanica mode Xia Zeng*, Xiongwei Zuo Department of Physica Education, Changsha Medica University, Changsha

More information

CE601-Structura Anaysis I UNIT-IV SOPE-DEFECTION METHOD 1. What are the assumptions made in sope-defection method? (i) Between each pair of the supports the beam section is constant. (ii) The joint in

More information

XI PHYSICS. M. Affan Khan LECTURER PHYSICS, AKHSS, K. https://promotephysics.wordpress.com

XI PHYSICS. M. Affan Khan LECTURER PHYSICS, AKHSS, K. https://promotephysics.wordpress.com XI PHYSICS M. Affan Khan LECTURER PHYSICS, AKHSS, K affan_414@ive.com https://promotephysics.wordpress.com [TORQUE, ANGULAR MOMENTUM & EQUILIBRIUM] CHAPTER NO. 5 Okay here we are going to discuss Rotationa

More information

1 Equivalent SDOF Approach. Sri Tudjono 1,*, and Patria Kusumaningrum 2

1 Equivalent SDOF Approach. Sri Tudjono 1,*, and Patria Kusumaningrum 2 MATEC Web of Conferences 159, 01005 (018) IJCAET & ISAMPE 017 https://doi.org/10.1051/matecconf/01815901005 Dynamic Response of RC Cantiever Beam by Equivaent Singe Degree of Freedom Method on Eastic Anaysis

More information

DISTRIBUTION OF TEMPERATURE IN A SPATIALLY ONE- DIMENSIONAL OBJECT AS A RESULT OF THE ACTIVE POINT SOURCE

DISTRIBUTION OF TEMPERATURE IN A SPATIALLY ONE- DIMENSIONAL OBJECT AS A RESULT OF THE ACTIVE POINT SOURCE DISTRIBUTION OF TEMPERATURE IN A SPATIALLY ONE- DIMENSIONAL OBJECT AS A RESULT OF THE ACTIVE POINT SOURCE Yury Iyushin and Anton Mokeev Saint-Petersburg Mining University, Vasiievsky Isand, 1 st ine, Saint-Petersburg,

More information

APPENDIX C FLEXING OF LENGTH BARS

APPENDIX C FLEXING OF LENGTH BARS Fexing of ength bars 83 APPENDIX C FLEXING OF LENGTH BARS C.1 FLEXING OF A LENGTH BAR DUE TO ITS OWN WEIGHT Any object ying in a horizonta pane wi sag under its own weight uness it is infinitey stiff or

More information

Malaysian Journal of Civil Engineering 30(2): (2018)

Malaysian Journal of Civil Engineering 30(2): (2018) Maaysian Journa of Ci Engineering 3():331-346 (18) BUBNOV-GALERKIN METHOD FOR THE ELASTIC BUCKLING OF EULER COLUMNS Ofondu I.O. 1, Ikwueze E. U. & Ike C. C. * 1 Dept. of Mechanica and Production Engineering,

More information

ELASTICITY PREVIOUS EAMCET QUESTIONS ENGINEERING

ELASTICITY PREVIOUS EAMCET QUESTIONS ENGINEERING ELASTICITY PREVIOUS EAMCET QUESTIONS ENGINEERING. If the ratio of engths, radii and young s modui of stee and brass wires shown in the figure are a, b and c respectivey, the ratio between the increase

More information

Version 2.2 NE03 - Faraday's Law of Induction

Version 2.2 NE03 - Faraday's Law of Induction Definition Version. Laboratory Manua Department of Physics he University of Hong Kong Aims o demonstrate various properties of Faraday s Law such as: 1. Verify the aw.. Demonstrate the ighty damped osciation

More information

Tracking Control of Multiple Mobile Robots

Tracking Control of Multiple Mobile Robots Proceedings of the 2001 IEEE Internationa Conference on Robotics & Automation Seou, Korea May 21-26, 2001 Tracking Contro of Mutipe Mobie Robots A Case Study of Inter-Robot Coision-Free Probem Jurachart

More information

Separation of Variables and a Spherical Shell with Surface Charge

Separation of Variables and a Spherical Shell with Surface Charge Separation of Variabes and a Spherica She with Surface Charge In cass we worked out the eectrostatic potentia due to a spherica she of radius R with a surface charge density σθ = σ cos θ. This cacuation

More information

Experimental Investigation and Numerical Analysis of New Multi-Ribbed Slab Structure

Experimental Investigation and Numerical Analysis of New Multi-Ribbed Slab Structure Experimenta Investigation and Numerica Anaysis of New Muti-Ribbed Sab Structure Jie TIAN Xi an University of Technoogy, China Wei HUANG Xi an University of Architecture & Technoogy, China Junong LU Xi

More information

Combining reaction kinetics to the multi-phase Gibbs energy calculation

Combining reaction kinetics to the multi-phase Gibbs energy calculation 7 th European Symposium on Computer Aided Process Engineering ESCAPE7 V. Pesu and P.S. Agachi (Editors) 2007 Esevier B.V. A rights reserved. Combining reaction inetics to the muti-phase Gibbs energy cacuation

More information

Quantum Mechanical Models of Vibration and Rotation of Molecules Chapter 18

Quantum Mechanical Models of Vibration and Rotation of Molecules Chapter 18 Quantum Mechanica Modes of Vibration and Rotation of Moecues Chapter 18 Moecuar Energy Transationa Vibrationa Rotationa Eectronic Moecuar Motions Vibrations of Moecues: Mode approximates moecues to atoms

More information

12.2. Maxima and Minima. Introduction. Prerequisites. Learning Outcomes

12.2. Maxima and Minima. Introduction. Prerequisites. Learning Outcomes Maima and Minima 1. Introduction In this Section we anayse curves in the oca neighbourhood of a stationary point and, from this anaysis, deduce necessary conditions satisfied by oca maima and oca minima.

More information

Notes: Most of the material presented in this chapter is taken from Jackson, Chap. 2, 3, and 4, and Di Bartolo, Chap. 2. 2π nx i a. ( ) = G n.

Notes: Most of the material presented in this chapter is taken from Jackson, Chap. 2, 3, and 4, and Di Bartolo, Chap. 2. 2π nx i a. ( ) = G n. Chapter. Eectrostatic II Notes: Most of the materia presented in this chapter is taken from Jackson, Chap.,, and 4, and Di Bartoo, Chap... Mathematica Considerations.. The Fourier series and the Fourier

More information

Transverse Anisotropy in Softwoods

Transverse Anisotropy in Softwoods Transverse Anisotropy in Softwoods Modeing and Experiments CARL MODÉN Licenciate Thesis Stockhom, Sweden 2006 TRITA-AVE 2006:30 ISSN 1651-7660 ISBN 91-7178-385-7 KTH Engineering Sciences Department of

More information

Easticity. The strain produced in the stretched spring is ) Voume Strain ) Shearing Strain 3) Tensie Strain 4) None of the above. A body subjected to strain a number of times does not obey Hooke's aw due

More information

arxiv: v1 [math.ca] 6 Mar 2017

arxiv: v1 [math.ca] 6 Mar 2017 Indefinite Integras of Spherica Besse Functions MIT-CTP/487 arxiv:703.0648v [math.ca] 6 Mar 07 Joyon K. Boomfied,, Stephen H. P. Face,, and Zander Moss, Center for Theoretica Physics, Laboratory for Nucear

More information

Nonperturbative Shell Correction to the Bethe Bloch Formula for the Energy Losses of Fast Charged Particles

Nonperturbative Shell Correction to the Bethe Bloch Formula for the Energy Losses of Fast Charged Particles ISSN 002-3640, JETP Letters, 20, Vo. 94, No., pp. 5. Peiades Pubishing, Inc., 20. Origina Russian Text V.I. Matveev, D.N. Makarov, 20, pubished in Pis ma v Zhurna Eksperimenta noi i Teoreticheskoi Fiziki,

More information

Work and energy method. Exercise 1 : Beam with a couple. Exercise 1 : Non-linear loaddisplacement. Exercise 2 : Horizontally loaded frame

Work and energy method. Exercise 1 : Beam with a couple. Exercise 1 : Non-linear loaddisplacement. Exercise 2 : Horizontally loaded frame Work and energy method EI EI T x-axis Exercise 1 : Beam with a coupe Determine the rotation at the right support of the construction dispayed on the right, caused by the coupe T using Castigiano s nd theorem.

More information

The Bending of Rectangular Deep Beams with Fixed at Both Ends under Uniform Load

The Bending of Rectangular Deep Beams with Fixed at Both Ends under Uniform Load Engineering,,, 8-9 doi:.6/eng..7 Pubised Onine December (ttp://.scirp.org/journa/eng) Te Bending of Rectanguar Deep Beams it Fied at Bot Ends under Uniform Load Abstract Ying-Jie Cen, Bao-Lian Fu, Gang

More information

Theory of Generalized k-difference Operator and Its Application in Number Theory

Theory of Generalized k-difference Operator and Its Application in Number Theory Internationa Journa of Mathematica Anaysis Vo. 9, 2015, no. 19, 955-964 HIKARI Ltd, www.m-hiari.com http://dx.doi.org/10.12988/ijma.2015.5389 Theory of Generaized -Difference Operator and Its Appication

More information

Section 6: Magnetostatics

Section 6: Magnetostatics agnetic fieds in matter Section 6: agnetostatics In the previous sections we assumed that the current density J is a known function of coordinates. In the presence of matter this is not aways true. The

More information

THE NUMERICAL EVALUATION OF THE LEVITATION FORCE IN A HYDROSTATIC BEARING WITH ALTERNATING POLES

THE NUMERICAL EVALUATION OF THE LEVITATION FORCE IN A HYDROSTATIC BEARING WITH ALTERNATING POLES THE NUMERICAL EVALUATION OF THE LEVITATION FORCE IN A HYDROSTATIC BEARING WITH ALTERNATING POLES MARIAN GRECONICI Key words: Magnetic iquid, Magnetic fied, 3D-FEM, Levitation, Force, Bearing. The magnetic

More information

Title: Crack Diagnostics via Fourier Transform: Real and Imaginary Components vs. Power Spectral Density

Title: Crack Diagnostics via Fourier Transform: Real and Imaginary Components vs. Power Spectral Density Tite: rack Diagnostics via ourier Transform: ea and maginary omponents vs. Power pectra Density Authors: Leonid M. Geman Victor Giurgiutiu van V. Petrunin 3 rd nternationa Workshop on tructura Heath Monitoring

More information

The influence of temperature of photovoltaic modules on performance of solar power plant

The influence of temperature of photovoltaic modules on performance of solar power plant IOSR Journa of Engineering (IOSRJEN) ISSN (e): 2250-3021, ISSN (p): 2278-8719 Vo. 05, Issue 04 (Apri. 2015), V1 PP 09-15 www.iosrjen.org The infuence of temperature of photovotaic modues on performance

More information

Flexural to shear and crushing failure transitions in RC beams by the bridged crack model

Flexural to shear and crushing failure transitions in RC beams by the bridged crack model exura to shear and crushing faiure transitions in RC beams by the bridged crack mode A. Carpinteri & G. Ventura Poitecnico di Torino, Torino, Itay J. R. Carmona Universidad de Castia-La Mancha, Ciudad

More information

Physics 127c: Statistical Mechanics. Fermi Liquid Theory: Collective Modes. Boltzmann Equation. The quasiparticle energy including interactions

Physics 127c: Statistical Mechanics. Fermi Liquid Theory: Collective Modes. Boltzmann Equation. The quasiparticle energy including interactions Physics 27c: Statistica Mechanics Fermi Liquid Theory: Coective Modes Botzmann Equation The quasipartice energy incuding interactions ε p,σ = ε p + f(p, p ; σ, σ )δn p,σ, () p,σ with ε p ε F + v F (p p

More information

Conservation of Circulations in Turbulent Flow

Conservation of Circulations in Turbulent Flow (D) Conservation of Circuations in Turbuent Fow We have emphasized the importance of deveoping a better understanding of the dynamica & statistica origin of the positivity of vortex-stretching rate ω S

More information

A Fictitious Time Integration Method for a One-Dimensional Hyperbolic Boundary Value Problem

A Fictitious Time Integration Method for a One-Dimensional Hyperbolic Boundary Value Problem Journa o mathematics and computer science 14 (15) 87-96 A Fictitious ime Integration Method or a One-Dimensiona Hyperboic Boundary Vaue Probem Mir Saad Hashemi 1,*, Maryam Sariri 1 1 Department o Mathematics,

More information

Mechanical and Control Characteristics of Simple and Multilayer Nano- and Micro-Scale Piezo Motors

Mechanical and Control Characteristics of Simple and Multilayer Nano- and Micro-Scale Piezo Motors ISS 68-798X, Russian ngineering Research,, Vo., o., pp. 65 74. Aerton ress, Inc.,. Origina Russian Text S.M. Afonin,, pubished in Vestnik Mashinostroeniya,, o., pp.. Mechanica and Contro Characteristics

More information

Simplified analysis of EXAFS data and determination of bond lengths

Simplified analysis of EXAFS data and determination of bond lengths Indian Journa of Pure & Appied Physics Vo. 49, January 0, pp. 5-9 Simpified anaysis of EXAFS data and determination of bond engths A Mishra, N Parsai & B D Shrivastava * Schoo of Physics, Devi Ahiya University,

More information

arxiv:nlin/ v2 [nlin.cd] 30 Jan 2006

arxiv:nlin/ v2 [nlin.cd] 30 Jan 2006 expansions in semicassica theories for systems with smooth potentias and discrete symmetries Hoger Cartarius, Jörg Main, and Günter Wunner arxiv:nin/0510051v [nin.cd] 30 Jan 006 1. Institut für Theoretische

More information

Problem Set 6: Solutions

Problem Set 6: Solutions University of Aabama Department of Physics and Astronomy PH 102 / LeCair Summer II 2010 Probem Set 6: Soutions 1. A conducting rectanguar oop of mass M, resistance R, and dimensions w by fas from rest

More information

About the Torsional Constant for thin-walled rod with open. cross-section. Duan Jin1,a, Li Yun-gui1

About the Torsional Constant for thin-walled rod with open. cross-section. Duan Jin1,a, Li Yun-gui1 Internationa Forum on Energy, Environment Science and Materias (IFEESM 17) bout the Torsiona Constant for thin-waed rod with open cross-section Duan Jin1,a, Li Yun-gui1 1 China State Construction Technica

More information

Copyright information to be inserted by the Publishers. Unsplitting BGK-type Schemes for the Shallow. Water Equations KUN XU

Copyright information to be inserted by the Publishers. Unsplitting BGK-type Schemes for the Shallow. Water Equations KUN XU Copyright information to be inserted by the Pubishers Unspitting BGK-type Schemes for the Shaow Water Equations KUN XU Mathematics Department, Hong Kong University of Science and Technoogy, Cear Water

More information

International Journal of Mass Spectrometry

International Journal of Mass Spectrometry Internationa Journa of Mass Spectrometry 280 (2009) 179 183 Contents ists avaiabe at ScienceDirect Internationa Journa of Mass Spectrometry journa homepage: www.esevier.com/ocate/ijms Stark mixing by ion-rydberg

More information

C. Fourier Sine Series Overview

C. Fourier Sine Series Overview 12 PHILIP D. LOEWEN C. Fourier Sine Series Overview Let some constant > be given. The symboic form of the FSS Eigenvaue probem combines an ordinary differentia equation (ODE) on the interva (, ) with a

More information

High-order approximations to the Mie series for electromagnetic scattering in three dimensions

High-order approximations to the Mie series for electromagnetic scattering in three dimensions Proceedings of the 9th WSEAS Internationa Conference on Appied Mathematics Istanbu Turkey May 27-29 2006 (pp199-204) High-order approximations to the Mie series for eectromagnetic scattering in three dimensions

More information

Applied Nuclear Physics (Fall 2006) Lecture 7 (10/2/06) Overview of Cross Section Calculation

Applied Nuclear Physics (Fall 2006) Lecture 7 (10/2/06) Overview of Cross Section Calculation 22.101 Appied Nucear Physics (Fa 2006) Lecture 7 (10/2/06) Overview of Cross Section Cacuation References P. Roman, Advanced Quantum Theory (Addison-Wesey, Reading, 1965), Chap 3. A. Foderaro, The Eements

More information

T.C. Banwell, S. Galli. {bct, Telcordia Technologies, Inc., 445 South Street, Morristown, NJ 07960, USA

T.C. Banwell, S. Galli. {bct, Telcordia Technologies, Inc., 445 South Street, Morristown, NJ 07960, USA ON THE SYMMETRY OF THE POWER INE CHANNE T.C. Banwe, S. Gai {bct, sgai}@research.tecordia.com Tecordia Technoogies, Inc., 445 South Street, Morristown, NJ 07960, USA Abstract The indoor power ine network

More information